Structural analysis of steel-concrete composite beam bridges utilizing the shear connection model
Email:
thangpb@utt.edu.vn
Từ khóa:
Steel-concrete composite beam bridges, Shear connection, Euler-Bernoulli theory, Timoshenko beam theory.
Tóm tắt
Shear connector (typically shear studs) plays a vital role as a transfer zone between steel and concrete in steel-concrete composite bridge girder. In the previous studies, the connection between steel beam and reinforced concrete slab were considered as continuous joint. However, in practice, this connection is discrete, which allows the slipping and peeling phenomenon between two layers (the influence of peeling is usually very small and could be ignored). To reflect this actual working mechanism, this study proposed a model of shear connection in the form of discrete points at the actual positions of studs for structural analysis. The model was simulated utilizing Timoshenko beam theory considering transverse shear effects. The numerical applications are carried out in order to compare two types of connections. The obtained results indicated that the proposed model properly reflected the actual performance of the structure and in some necessary cases, we should consider discrete connection for more accurate local results.Tài liệu tham khảo
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[21]. UCT Co., Ltd, Description and Drawing of Tien Phong 2 Bridge, Hanoi (2017).
[2]. J. Brozzetti, Design development of steel-concrete composite bridges in France, Journal of Constructional Steel Research, 55 (2000) 229–243. https://doi.org/10.1016/S0143-974X(99)00087-5
[3]. J.-S. Fan, Y.-F. Liu, C. Liu, Experiment study and refined modeling of temperature field of steel-concrete composite beam bridges, Engineering Structures, 240 (2021) 112350. https://doi.org/10.1016/j.engstruct.2021.112350
[4]. A. Si Larbi, E. Ferrier, B. Jurkiewiez, P. Hamelin, Static behaviour of steel concrete beam connected by bonding, Engineering Structures, 29 (2007) 1034–1042. https://doi.org/10.1016/j.engstruct.2006.06.015
[5]. R. Rahnavard, C. Rebelo, H.D. Craveiro, R. Napolitano, Understanding the cyclic performance of composite steel-concrete connections on steel bridges, Engineering Structures, 224 (2020) 111213. https://doi.org/10.1016/j.engstruct.2020.111213
[6]. N.E. Shanmugam, B. Lakshmi, State of the art report on steel–concrete composite columns, Journal of Constructional Steel Research, 57 (2001) 1041–1080. https://doi.org/10.1016/S0143-974X(01)00021-9
[7]. H. Robinson, K. S. Naraine, Slip and uplift effects in composite beams, In Composite Construction in Steel and Concrete, (1988) 487-497.
[8]. J. M. Aribert, K. Abdel Aziz, Calculation of composite beams up to ultimate state with the effect of uplift at steel-concrete interface, Revue Construction Metallique, 1985 (1985) 3-36.
[9]. R. P. Johnson, Composite Structures of Steel and Concrete: Beams, Slabs, Columns and Frames for Buildings, John Wiley & Sons, 2018.
[10]. X. Zeng, S.-F. Jiang, D. Zhou, Effect of Shear Connector Layout on the Behavior of Steel-Concrete Composite Beams with Interface Slip, Applied Sciences, 9 (2019) 207. https://doi.org/10.3390/app9010207
[11]. J. Nie, Y. Li, Z. Yu, Study on short and long-term rigidity of composite steel-concrete beams, Journal-Tsinghua University, 38 (1998) 38-41.
[12]. T.H. Nguyen, Damage detection in a steel beam structure using a soft sensor and logistic regression, Transport and Communications Science Journal, 69 (2018) 10-24. (In Vietnamese)
[13]. Z. Lai, A.H. Varma, L.G. Griffis, Analysis and Design of Noncompact and Slender CFT Beam-Columns, Journal of Structural Engineering, 142 (2016) 04015097. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001349
[14]. N.M. Newmark, Test and analysis of composite beams with incomplete interaction, Proceedings of Society for Experimental Stress Analysis, 9 (1951) 75–92.
[15]. J. W. Baldwin, J. R. Henry, C. M. Sweeney, Study of Composite Bridge Stringers, Phase II, University of Missouri, May (1965).
[16]. M.W. Hallam, An analysis of the behaviour of continuous composite beams under repeated loading, (1978). https://trid.trb.org/view/81768
[17]. B. Cas, M. Saje, I. Planinc, Non-linear finite element analysis of composite planar frames with an interlayer slip, Computers & Structures, 82 (2004) 1901–1912. https://doi.org/10.1016/j.compstruc.2004.03.070
[18]. S. Schnabl, M. Saje, G. Turk, I. Planinc, Locking-free two-layer Timoshenko beam element with interlayer slip, Finite Elements in Analysis and Design, 43 (2007) 705–714. https://doi.org/10.1016/j.finel.2007.03.002
[19]. S. Schnabl, M. Saje, G. Turk, I. Planinc, Analytical Solution of Two-Layer Beam Taking into account Interlayer Slip and Shear Deformation, Journal of Structural Engineering, 133 (2007) 886–894. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:6(886)
[20]. J.D. Parameshwar, Seismic response of steel and composite steel joints with semi-continuous connections, M.Phil., Swansea University (United Kingdom). https://www.proquest.com/docview/2040195817/abstract/858A78F08F9E43ADPQ/1
[21]. UCT Co., Ltd, Description and Drawing of Tien Phong 2 Bridge, Hanoi (2017).
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Nhận bài
11/01/2021
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07/09/2021
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14/09/2021
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15/09/2021
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Kiểu trích dẫn
Phung Ba, T., & Lai Van, A. (1631638800). Structural analysis of steel-concrete composite beam bridges utilizing the shear connection model. Tạp Chí Khoa Học Giao Thông Vận Tải, 72(7), 811-823. https://doi.org/10.47869/tcsj.72.7.4
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